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Storage area with administrative building
Šesták, Tomáš ; Dohnal, Jakub (referee) ; Pěnčík, Jan (advisor)
This master thesis focused on the design and elaboration of project documentation for the purpose of a storage area with an administrative building, consisting of the premises SO 01 - storage hall and SO 02 - administrative building. Objects are located on parcels no. 4006/16, 4006/17, 4006/18, 4006/19, 4006/23, 4006/24, 4006/26, 4006/27, 4006/28, 4006/29, 4006/30, 4006/31, 4006/32, in the cadastre unit Dolní Bojanovice. They are located on an investor's land. Traffic connection is provided by the exit from the car park on the local road. All engineering infrastructure engineering networks are located near the site. The design of the building respects the local zoning plan. Project documentation is prepared in accordance with the current wording of applicable laws, decrees and standards. The project solves the structure functionally divided into objects SO 01 and SO 02, which are both operationally and structurally connected. The construction of objects is statically independent. The object SO 01 is designed for the storage of building material intended for storage in dry rooms. In addition to the storage space there is the air-conditioning machine room. The SO 02 facility serves administrative and staffing facilities. In the basement of the building there are rooms of technical background and archives. The SO 01 is designed as a full-metal mounted object with a counter roof and foundation pads. The design system of the SO 01 object is columnar with steel columns. The SO 02 building is designed from a wall construction system made of aerated concrete blocks with reinforced concrete ceilings, base strips and a flat roof. The SO 01 has a 65.5x20.2 m ground plan. The perimeter shell of the building consists of assembled sandwich panels with a core of pure material. The largest ground plan dimensions of the so 02 are 26.75x10.35 m. The perimeter shell is made up of 375 mm piece concrete blocks with a 150 mm contact system.
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Storage hall
Ščudla, Pavel ; Kalánek, Jiří (referee) ; Ostrý, Milan (advisor)
The master´s thesis on the topic Storage hall is processed in the form of project documentation for the realization of the new building. This building is projected on a plot 2828/108, 2828/106, 2828/105, 2828/104, 2828/222 and 2828/107 in the cadastral area Brno – Cernovice. This building is adjoined to the existing production hall and is divided into two parts. This parts are storage and administration. The administrative part has two floors and includes office space and hygienic facilities for own employees. The storage part is determined for storing of plastic products.
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CONSTRUCTION-TECHNOLOGICAL PROJECT OF STORAGE HALL IN ZNOJMO
Holubová, Jolana ; Kučera, Zdeněk (referee) ; Kantová, Radka (advisor)
The diploma‘s thesis solves the realization of the storage hall and the other building operations. There are detailed follow up the technological rules for demolition work, special foundation – drilled piles and assembling of steel construction. The project includes the project of the construction site facilities, machine set, budget, quality of the implementation, time plan and safety.
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Agricultural Building
Németh, Matěj ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The aim of this thesis was to design and assess of steel structure primarily use for deposit of agricultural machinery alternatively used as associated storage space. Location of object is situated in village of Uhřínovice near Voděrady. Fundamental dimensions of the floor plan are 18 × 48 meters with the height in the top of the gable roof 7,5 meters. The transversal bond is two-hinged frame with span of 18 meters. Height of the columns is 5,2 meters. The main frames are orderly placed with 6 meters space in between them. Cladding is made from multi-layered composite panel system made by Kingspan. Spatial rigidity of the structure in transversal way is supported by main frames and in the longitudinal way is being supported by sway bracing. Used material is construction steel S235.
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Construction-Technological Preparation of Warehouse and Administrative Building in Černá za Bory
Štěpánek, Michal ; Hejl, Martin (referee) ; Mohapl, Martin (advisor)
The aim of this diploma thesis is the construction and technological solution of the warehouse and administrative building in Černá za Bory. The diploma thesis contains technological procedures for assembly of reinforced concrete skeleton and realization of industrial floor. This work solves problems that could arise during the assembly of the skeleton and realization of industrial floor. The thesis contains a construction technology project, a study of the implementation of the main technological stages, the situation of the construction with broader relations of transport routes, the project of construction site equipment and the main design of machines and mechanisms. Furthermore, I created a variant solution of skeleton assembly including financial and time evaluation. Since the project documentation that was provided to me did not include any details for the skeleton placement, I decided to develop design details for the skeleton placement. Subsequently, I developed a plan for occupational safety and health. As a part of this work I made a comparison of industrial floors, both in terms of performance and economic. In order to find out the time demands, I prepared an exact timetable for the implementation of the main building. In order to ensure high safety and quality, I prepared a control and testing plan for the assembly of the skeleton and for the implementation of industrial flooring.
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Storage hall No. 2 in Rousínov - construction-technological project
Gottvaldová, Denisa ; Valenta, Michal (referee) ; Biely, Boris (advisor)
The subject of my diploma thesis is a construction-technological solution for realization of a storage hall in Rousínov. The work deals with a time and financial plan for all buildings of the project Storage Hall, Rousínov. A technical report, a study of the implementation of the construction’s individual stages, a design and assessment of transport routes, a design of the construction site equipment and a design of the machinery were prepared for the building No. 2. An itemized budget with a statement of acreage and construction schedule was prepared. A technological regulation and a control and test plan were prepared for the implementation process of the wire-reinforced concrete industrial floor. Within the diploma thesis, a technological regulation for the implementation of a reinforced concrete retaining wall was prepared. Noise pollution caused by the construction site was examined and evaluated in a noise study. The environmental requirements for the storage hall building No. 2 were processed.
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Industrial Building
Tretyakov, Alexey ; Mládek, Jan (referee) ; Brukner, Bohuslav (advisor)
In this thesis is solved detail design of industrial building. It is a new storage hall and connected to it the two-story office building. Building is located in the production area of factory, on the cadastral area Holice u Olomouce. The purpose of the building is storage and expedition of the products. In areas of an office building is located facilities for staff of hall and office workspace. Handling products in the hall will be performed by a forklift. The building is designed for a capacity of 15 employees. The office building has a load bearing structural system. Walls and ceiling structures are made up of panels of filigree. Foundations, including flooring of the first floor, are constructed from waterproof concrete. The office building is roofed by flat roof. The main supporting structure of the storage hall is designed as precast reinforced concrete frame. Cladding consists of insulating panels. Like in the office building, the hall is roofed by flat roof. Due to anticipate of the differential settlement of the office building and the storage hall parts are separated by a dilatation joint.
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Storage Hall
Filip, Václav ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
The bachelor thesis deals with design of steel supporting structure of storage hall located in Vyškov. The hall has span of 36 m, length 48 m and inside height 6 m. The structure is made as purlin system with gable roof truss frames. Distance of frames is 6 m. Frames are made of doubled L profiled beams, conected by welding. Purlins consist of IPE and HEA profiled beams. The steel used in the project is S235 except for tension rods which are made of S355 steel. Following software was used while creating the thesis Autocad, Dlubal RFEM 5 and Microsoft Office. Output of this thesis is static calculation, drawings and technical report.
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Static solution of prefabricated hall
Koníček, Jakub ; Koláček, Jan (referee) ; Zich, Miloš (advisor)
The presented thesis deals with design and optimization of selected structural elements of high-load storage hall skeleton. As a basis for the solution is taken the structure of a real storage hall designed in the years 2017-2018. The structure is designed for minimum weight. For this reason, so-called D-regions are formed on the structure. For the solution of D-areas, general methods of solution, such as STM or nonlinear FEM analyses, are used in the thesis. In the final designed structural elements are compared to the original design of the hall. Thesis include static calculation of 24 m long roof beam V1, static calculation of 24 m long ceiling beam ST1, drawing documentation and technical report. Programs were used for the calculation: SCIA Engeneer 18.1, Idea StatiCa Beam10.1, Idea StatiCa Detail 10.1, RIB Fermo, PTC MathCad and MS Excel.
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PFM Flexi storage hall - construction technology project
Chroustovský, David ; Dvořák, Miloslav (referee) ; Biely, Boris (advisor)
The aim of this diploma thesis is the design of an effective construction-technological project for the construction of reinforced concrete prefabricated storage halls by PFM-Flexi, s.r.o. The solution of the chosen problem is the design of the building site equipment, the verification of the transport routes of the key materials, the assembly schemes, the technological regulation and the control and test plan for the precast reinforced concrete frame, the BOZP plan, the comparison of the two versions of the installation in financial terms, the budget item and the schedule of the main building, timetable, calculation timetable and environmental aspects of the construction.
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